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Official Journal of the Japan Wood Research Society

Table 3 Results of estimated parameters and goodness-of-fit tests

From: Experimental study on partial compression parallel to grain of solid timber

Parameter

P-value

Normal

Lognormal

Weibull

K-S test

μ

σ

μ

σ

a

b

Normal

Lognormal

Weibull

29.5

6.27

3.36

0.21

32.1

4.90

0.095

0.424

0.073

  1. μ: mean, σ: standard deviation, a: scale parameter, b: shape parameter